CURRIES Three Sided Door Frame, Four Sided Door Frame, and Transom Frame Product Information and Installation Instructions GENERAL INFORMATION 1) Building walls must be designed to support and sustain loads developed by the door and frame assembly and transfer loads to the building structure. 2) Rough opening material, by others, must be installed properly to transfer loads to the building structure. 3) Anchoring or loading conditions not shown in these details are not part of this approval. 4) Anchor embedment to base material shall be beyond wall dressing or stucco. 5) Masonry “T”, Pipe Spacer, wire, welded EWA, wood stud, or steel stud anchors required. 6) Wood density, G = 0.55. 7) Anchors shall be as listed and spaced as shown in the table for each group of products. 8) Substitution of components must be in compliance with the current Florida Building Code. FRAME CONFIGURATIONS ALLOWED Design Impact Model Configuration Max Opening Wall Type Load (ft-lbs) Size (ft-in.) (psf) Hollow Metal, Single Swing Drywall, 4-0, 8-0 +/- 70 350 M, CM, G, CG Masonry Hollow Metal, Single swing Drywall, 3-0, 7-0 +/- 115 350 M, CM, G, CG Masonry Hollow Metal, Single Swing with Readyset Frame Drywall, 3-0, 7-0 +/- 60 350 M, CM, G, CG (Single-point lock) Masonry Hollow Metal, Single Swing with Readyset Frame Drywall, 3-0, 7-0 +/- 70 350 M, CM, G, CG (Single-point lock and deadbolt) Masonry l Hollow Metal, Standard Swing Pair, With or Drywall, 8-0, 8-0 +/- 70 350 M, CM, G, CG Without Hardware or Hollow Masonry Metal Mullion Hollow Metal, Single Swing with Sidelight, Drywall, 3-0*, 8-0** +/- 60 350 M, CM, G, CG Transom or Transom/Sidelight Masonry (++) Hollow Metal, Standard Swing Pair with Drywall, 6-0*, 8-0** +/- 60 350 M, CM, G, CG Sidelight, Transom or Masonry Transom/Sidelight (++) Hollow Metal, Window Frame (++) Drywall, 3-0***, 10-0 +/- 60 350 M, CM, G, CG Masonry Hollow Metal, Single Swing Drywall, 4-0, 8-0 +/- 150 350 M, CM, G, CG Masonry RD0568r5 Page 1 of 21 Used for 01/17/2012 FL11537 Design Impact Model Configuration Max Opening Wall Type Load (ft-lbs) Size (ft-in.) (psf) Hollow Metal, Standard Swing Pair, With or Drywall, 8-0, 8-0 +/-150 350 M, CM, G, CG Without Hardware or Hollow Masonry Metal Mullion Hollow Metal, Four Sided Door Frame Drywall, 3-0, 7-0 +/- 60 350 M, CM, G, CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 3-0, 8-0 +/- 60 350 M, CM, G, CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 3-0, 8-0 +/- 60 350 M, CM, G, CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 6-0, 8-0 +/- 60 350 M, CM, G, CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 8-0, 8-0 +/- 70 350 M, CM, G, CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 8-0, 8-0 +/-150 350 M, CM, G, CG Masonry Hollow Metal, Single Swing with Side Panel, Drywall, 4-0*, 8-0** +/-150 350 M, CM, G, CG Transom or Transom/Side Panel Masonry Hollow Metal, Standard Swing Pair with Drywall, 8-0, 8-0** +/-150 350 M, CM, G, CG Transom Panel Masonry * Width is size of door opening (jamb to jamb). Sidelights may be mulled to the frame to increase the width of the opening. ** Height is size of door opening (header to floor/sill). A transom may be mulled to the frame to increase the height of the opening. *** Width size of individual window frame. Multiple window frames may be mulled together to increase the width of the opening. ++ Glass for window, transom and sidelight frames must be Glasslam laminated glass with a 0.090 in. minimum inner layer. Multiple frames may be mulled together to increase the width of the opening. M = Double Rabbet frame for use in masonry walls, block walls, or welded to building structure CM = Double Rabbet frame for use in wood or metal stud walls G = Single Rabbet frame for use in masonry walls, block walls, or welded to building structure CG = Single Rabbet frame for use in wood or metal stud walls Frames for use in masonry walls, block walls, or welded to building structure may also be used for wood or metal stud walls. 1-3/4 in. thick Curries metal door panels may be used to glaze window, transom and sidelight frames. Door vision light frames and louvers may be installed in the 1-3/4 in. thick panels RD0568r5 Page 2 of 21 Used for 01/17/2012 FL11537 FRAME ANCHORING MASONRY T AND MASONRY WIRE ANCHORS CMU BLOCK AND THROAT OF FRAME FILLED WITH 3000 PSI MORTAR MAXIMUM SHIM THICKNESS 0.25" MASONRY WIRE ANCHOR 0.165" DIA. MIN. 16 GA (0.053" MIN) MASONRY T ANCHOR OPERATING RANGE 3" - 12" WELDED PIPE SPACER AND WELDED EWA ACNHORS EXISTING MASONRY OR POURED CONCRETE, 3000 psi MIN. WOOD STUD PIPE SPACER ANCHOR WITH 3/8" FLAT HEAD PIPE SPACER ANCHOR WITH 3/8" WOOD EXPANSION HEAD ANCHOR BOLTS SCREW OR LAG BOLT MINIMUM EDGE DISTANCE = 4.00" MINIMUM EDGE DISTANCE = 1.75" MAXIMUM SHIM THICKNESS = 0.25" MAXIMUM SHIM THICKNESS = 0.25" 2.50" MIN. 3.0" MIN 2.50" MIN 16 GA (0.053" MIN) 16 GA (0.053" MIN) PIPE SPACER ANCHOR EWA ANCHOR TO SUIT TO SUIT JAMB DEPTH JAMB DEPTH RD0568r5 Page 3 of 21 Used for 01/17/2012 FL11537 FRAME ANCHORING (CONT’D) WELDED STEEL STUD ANCHORS SLIP -IN STUD ANCHOR WELDEED TO 18 ga. (0.041" MIN.) FRAME. CONNECT TO STEEL STUD WELDED SLIP-IN MULTI-PURPOSE WITH #8 X 1" GRADE 5 ANCHOR FOR STEEL STUDS SHEET METAL SCREW; 4 SCREWS REQUIRED PER ANCHOR; MIN EDGE DISTANCE - 0.328" 18 ga (0.041" min.) STEEL STUDS WELDED STEEL CHANNEL ANCHOR #14 x 1" GRADE 5 SHEET METAL SCREW; 2 SCREWS REQUIRED PER ANCHOR LOCATION 3/4" MIN 18 ga (0.041" min.) STEEL STUDS WELDED WOOD STUD ANCHORS WELDED WOOD STUD ANCHORS 4 EA #8 X 1" GRADE 5 SHEET METAL SCREWS REQUIRED PER ANCHOR; 16 ga (0.053" MIN.) MIN EMBEDMENT = 1" WELDED WOOD STUD MIN EDGE DISTANCE = 0.524" ANCHOR EXTERIOR SHEETING EXTERIOR SHEETING WOOD WOOD STUD STUD INTERIOR DRYWALL INTERIOR DRYWALL 16 ga (0.053" MIN.) WELDED WOOD STUD ANCHOR RD0568r5 Page 4 of 21 Used for 01/17/2012 FL11537 FRAME ANCHORING (CONT’D) WELDED TO THE BULDING STRUCTURE 1 UP TO 4" MAX A-36 STEEL SHIM PLATE FRAME WELDED TO SHIM 3 WITH 16" x 1" LONG FLARE BEVEL EXT WELDS BOTH SIDES OF FRAME WITH E6018 ELECTRODES 5.75" MIN 14" MAX 1 4" MAX. THICK A-36 STEEL SHIMS WELDED TO STRUCTURAL BUILDING SHIM PLATE 1.25" MEMBER WITH FILLET WELDS LONGER THAN MEASURING 2" LONG AND FRAME JAMB DEPTH SIZED TO THE SAME THICKNESS AS THE SHIM PLATE USING E6018 ELECTRODES WELD HOLLOW METAL FRAME TO SHIM WITH 3/16" x 1" LONG FLARE BEVEL WELDS, BOTH SIDES OF FRAME USING E6018 ELECTRODES 1 4" MAX THICK, 2" WIDE A-36 STEEL SHIMPLATE(S), LENGTH 1.25" GREATER THAN FRAME JAMB DEPTH RD0568r5 Page 5 of 21 Used for 01/17/2012 FL11537 THREE SIDED AND FOUR SIDED DOOR FRAME ELEVATIONS FOR FRAMES RATED UP TO AND INCLUDING 150 PSF 100" MAX 96" MAX 48" MAX 100" 100" Max MAX 96" 96" MAX MAX 96" MAX 48" MAX 104" 104" MAX MAX 96" 96" MAX MAX 52" MAX 100" MAX Three sided door frames may be KD corner or face welded. Four sided door frames must be face welded. RD0568r5 Page 6 of 21 Used for 01/17/2012 FL11537 THREE AND FOUR SIDED DOOR FRAME UP TO AND INCLUDING 70 PSF 96" Max (100" Max w/Mullion) 100" WITH MULLION 96" MAX WITHOUT MULLION 104" 100" MAX Max 96" 96" MAX MAX 104" WITH MULLION 100" MAX WITHOUT MULLION Three sided door frames may be KD corner or face welded. Four sided door frames and mullions must be face welded. Only doors ma be installed in 4 sided door frames. JAMB ANCHOR REQUIREMENT TABLE THREE SIDED AND FOUR SIDED DOOR FRAMES UP TO AND INCLUDING 70 PSF ANCHORS IN MASONRY “T” ANCHORS MASONRY OR WIRE FOR STEEL OPENING MAX. W/ITH 3/8” DIA. MAX. ANCHORS, MAX. STUD HEIGHT SPACING EXPANSION SPACING OR WELDED SPACING OR WOOD STUD SHELL ANCHOR TO BUILDING WALLS BOLT STRUCTURE 80” – 88” 4 22 4 24 4 24 90” 5 22 4 24 4 24 92” – 96” 5 22 5 24 4 24 115 PSF THREE SIDED AND FOUR SIDED DOOR FRAMES (MAX OPENING WIDTH 3’0”) 80” – 88” 5 21 4 24 4 24 HEAD & SILL ANCHORING REQUIREMENTS FOR PAIRS OF DOORS IN THREE & FOUR SIDED DOOR FRAMES UP TO AND INCLUDING 70 PSF QUANTITY ANCHOR TYPE OF LOCATION ANCHORS ANCHORS 2 located on each side of the centerline of the head FOR STEEL STUD 4 @ 9” and 12” from the centerline of the head OR WOOD STUD WALLS ANCHORS IN MASONRY W/ 3/8 2 1 each located 9” from the centerline of the head EXPANSION SHELL ANCHOR BOLT WELDED TO BUILDING STRUCTURE 2 1 each located 9” from the centerline of the head RD0568r5 Page 7 of 21 Used for 01/17/2012 FL11537 JAMB ANCHOR REQUIREMENT TABLE FOR 150 psf THREE & FOUR SIDED FRAMES QUANTITY MAX ANCHOR TYPE OPENING WIDTH OPENING HEIGHT OF SPACING ANCHORS Up to and including 4’0” Up to and including 7’0” 6 12” ANCHORS FOR STEEL STUD Up to and including 3’6” Up to and including 7’6” 7 12” OR WOOD STUD Over 3’6” and Over 7’6” and WALLS 8 12” up to and including 4’0” up to and including 8’0” ANCHORS IN Up to and including 4’0” Up to and including 7’6” 4 24” MASONRY W/ 3/8 EXPANSION SHELL Up to and including 4’0” Up to and including 8’0” 5 24” ANCHOR BOLT MASONRY “T” OR Up to and including 4’0” Up to and including 8’0” 5 24” WIRE ANCHORS WELDED TO BUILDING Up to and including 4’0” Up to and including 8’0” 4 24” STRUCTURE HEAD & SILL ANCHORING REQUIREMENTS FOR PAIRS OF DOORS IN 150 PSF THREE & FOUR SIDED DOOR FRAMES QUANTITY ANCHOR TYPE OF LOCATION ANCHORS ANCHORS 4 located on each side of the centerline of the head FOR STEEL STUD 8 @ 9” , 12” , 15”, and 18” from the centerline of the head OR WOOD STUD WALLS ANCHORS IN MASONRY W/ 3/8 2 located on each side of the centerline of the head 4 EXPANSION SHELL ANCHOR BOLT @ 9” and 12” from the centerline of the head WELDED TO BUILDING STRUCTURE 2 1 each located 9” from the centerline of the head RD0568r5 Page 8 of 21 Used for 01/17/2012 FL11537 HOLLOW METAL MULLION ANCHOR REQUIREMENTS FOR VERTICAL HOLLOW METAL MULLIONS IN 60 PSF AND 70 PSF THREE SIDED DOOR FRAMES The head end of mullions shall be anchored using any of the anchors as indicated below.